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Using 0.6K provides a slight increase in fatigue allowable in the region of a complete reversal by changing the slope of the fatigue curve. The same butt joints used in a girder (3) do not show this increase in strength, and thus no asterisk appears beside R. This approach gives, for the first time, fatigue allowables for partial-penetration groove welds, (16) to (18). Note by (19) and (20) that the fatigue allowable for a member with a transverse attachment is higher when the attachment is less than 2 in long, measured parallel to the axis of the load. Although there may be a similar geometric notch effect or abrupt change in section in both, it is the stress raiser that is

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FIGURE 26.43 There is a greater tearing action at the root in category G, warranting a lower fatigue allowable. (The Lincoln Electric Company.)

An analysis of the company s process and overall waste generation. Recommendations designed to maximize process ef ciency and reduce solid waste

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

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important The transverse bar in (19) is so short as far as the axis of the member and load are concerned that very little of the force is able to swing up and into the bar and then back down again Consequently, the stress raiser is not severe The longer bar attachment in (20), however, is sufficiently long to provide a path for the force through it and the connecting welds Because of this force transfer through the welds, there will be a higher stress raiser and, as a result, a reduction of the fatigue strength of the member The difference is illustrated in Fig 2642 Item (30) of the chart, which falls into category E, should not be confused with (37), category G.

disposal costs. Detailed reference list of vendors that complement recommendations. All waste assessments are provided on a con dential basis and at no cost to businesses residing within Lucas County. Funding for the Project s assessments is provided by a grant from the Lucas County Solid Waste Management District with support from The University of Toledo. Much of the data collected for the cases studies presented in this book were gathered from this research project. Throughout the United States there have been several programs and research studies linking colleges, government agencies, and businesses involved with environmental improvement. This section provides an overview concerning some of these research studies and programs and compares them to the WAMRP. Table 2.3 provides a snapshot comparison between the universitysponsored programs. This includes a study conducted by the National Wildlife Federation titled State of the Campus Environment which critiqued U.S. colleges environmental performance (1), the U.S. Department of Energy s Industrial Assessment Centers (2), Youngtown State University s Industrial Waste Minimization Project (3), Cornell University s Waste Management Institute (4), Indiana University s Institute on Recycling (5), and Iowa State University s Total Assessment Audits (6).

Both depict transverse fillet welds, but (30) provides a fatigue allowable for the member adjacent to the fillet weld, whereas (37) provides a fatigue shear allowable for the throat of the fillet weld Knowing that the steady strength of a transverse fillet is about a third stronger than that of a parallel fillet, one might question why the fatigue allowable for a parallel fillet, (34) and (35), category F, is the same as that for a transverse fillet (36) and higher than that for a transverse fillet (37), category G The fatigue strength of the transverse fillet (36) is actually higher than that of a parallel fillet (34), but they both fall into the range covered by category F However, there is a difference in the two transverse fillet welds in (36) and (37).

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